橋梁工程本科畢業(yè)設(shè)計(jì)外文翻譯---混凝土橋梁的結(jié)構(gòu)形式

1、<p>　　本科畢業(yè)設(shè)計(jì)外文翻譯</p><p>　　混凝土橋梁的結(jié)構(gòu)形式</p><p>　　院（系、部）名 稱 ： </p><p>　　專(zhuān) 業(yè) 名 稱： </p><p>　　學(xué) 生 姓 名： </p><p>　　

2、學(xué) 生 學(xué) 號(hào)： </p><p>　　指 導(dǎo) 教 師： </p><p>　　The Structure of Concrete Bridge</p><p>　　Pre-stressed concrete has proved to be technically advantageous, economically com

3、petitive, and esthetically superior bridges, from very short span structures using standard components to cable-stayed girders and continuous box girders with clear spans of nearly 100aft .Nearly all concrete bridges, ev

4、en those of relatively short span, are now pre-stressed. Pre-casting, cast-in-place construction, or a combination of the two methods may be used .Both pre-tensioning and post tensioning are employed</p><p>

5、　　In the United States, highway bridges generally must-meet loading ,design ,and construction requirements of the AASHTO Specification .Design requirements for pedestrian crossings and bridges serving other purposes may

6、be established by local or regional codes and specifications .ACI Code provisions are often incorporated by reference .</p><p>　　Bridges spans to about 100ft often consist of pre-cast integral-deck units ,wh

7、ich offer low initial cost ,minimum ,maintenance ,and fast easy construction ,with minimum traffic interruption .Such girders are generally pre-tensioned .The units are placed side by side ,and are often post-tensioned l

8、aterally at intermediate diaphragm locations ,after which shear keys between adjacent units are filled with non-shrinking mortar .For highway spans ,an asphalt wearing surface may be applied directly to</p><p&

9、gt;　　The voided slabs are commonly available in depths from 15 to 21 in .and widths of 3 to 4 ft .For a standard highway HS20 loading, they are suitable for spans to about 50 ft, Standard channel sections are available i

10、n depths from 21 to 35 in a variety of widths, and are used for spans between about 20 and 60 ft .The hollow box beams-and single-tee girders are intended for longer spans up to about 100 ft.</p><p>　　For me

11、dium-span highway bridges ,to about 120 ft ,AASHTO standard I beams are generally used .They are intended for use with a composite cast-in-place roadway slab .Such girders often combine pre-tensioning of the pre-cast m

12、ember with post-tensioning of the composite beam after the deck is placed .In an effort to obtain improved economy ,some states have adopted more refined designs ,such as the State of Washington standard girders.</p&g

13、t;<p>　　The specially designed pre-cast girders may be used to carry a monorail transit system .The finished guide way of Walt Disney World Monorail features a series of segments, each consisting of six simply sup

14、ported pre-tensioned beams ,together to from a continuous structure .Typical spans are 100 to 110 ft . Approximately half of the 337 beams used have some combination of vertical and horizontal curvatures and variable sup

15、er elevation .All beams are hollow, a feature achieved by inserting a styro</p><p>　　Pre-cast girders may not be used for spans much in excess of 120 ft because of the problems of transporting and erecting l

16、arge, heavy units.</p><p>　　On the other hand ,there is a clear trend toward the use of longer spans for bridges .For elevated urban expressways ,long spans facilitate access and minimize obstruction to acti

17、vities below .Concern for environmental damage has led to the choice of long spans for continuous viaducts . For river crossings, intermediate piers may be impossible because of requirements of navigational clearance. &

18、lt;/p><p>　　In typical construction of this type, piers are cast-in-place, often using the slip-forming technique .A “hammerhead” section of box girder is often cast at the top of the pier, and construction pro

19、ceeds in each direction by the balanced cantilever method. Finally, after the closing cast-in-place joint is made at mid-span, the structure is further post-tensioned for full continuity .Shear keys may be used on the ve

20、rtical faces between segments, and pre-cast are glued with epoxy resin.</p><p>　　The imaginative engineering demonstrated by many special techniques has extended the range of concrete construction for bridge

21、s far beyond anything that could be conceived just a few years ago .In the United States, twin curved cast-in –place segmental box girders have recently been completed for of span of 310 ft over the Eel River in northern

22、 California .Preliminary design has been completed for twin continuous box girders consisting of central 550 ft spans flanked by 390 ft side spans.</p><p>　　Another form of pre-stressed concrete bridge well

23、suited to long spans is the cable-stayed box girder .A notable example is the Chaco-Corrientes Bridge in Argentina .The bridges main span of 804 ft is supported by two A-frame towers, with cable stays stretching from tow

24、er tops to points along the deck .The deck itself consists of two parallel box girders made of pre-cast sections erected using the cantilever method .The tensioned cables not only provide a vertical reaction component to

25、 support t</p><p>　　Stress-ribbon Bridge pioneered many years ago by the German engineer Ulrich Finsterwalder. The stress-ribbon bridge carries a pipeline and pedestrians over the Rhine River with a span of

26、446 ft .The superstructure erection sequence was to (a) erect two pairs of cables, (b) place pre-cast slabs forming a sidewalk deck and a U under each of the sets of cables, and (c) cast-in-place concrete within the two

27、Us. The pipeline is placed atop supports at railing height, off to one side, which greatly in</p><p>　　It is appropriate in discussing bridge forms to mention structural esthetics .The time is past when stru

28、ctures could be designed on the basis of minimum cost and technical advantages alone .Bridge structures in particular are exposed for all to see .To produce a structure that is visually offensive ,as has occurred all too

29、 often in the past, is an act professional irresponsibility .Particularly for major spans ,but also for more ordinary structures ,architectural advice should be sought early in</p><p>　　混凝土梁橋的結(jié)構(gòu)形式</p>

30、<p>　　事實(shí)證明，預(yù)應(yīng)力混凝土結(jié)構(gòu)是在技術(shù)上先進(jìn)、經(jīng)濟(jì)上有競(jìng)爭(zhēng)力、符合審美學(xué)的一種先進(jìn)技術(shù)。從使用標(biāo)準(zhǔn)組成的小跨徑橋梁到吊梁和跨徑將近100英尺的連續(xù)箱梁橋，幾乎所有的混凝土橋梁，甚至于相對(duì)短時(shí)間的橋梁都是預(yù)應(yīng)力結(jié)構(gòu)的。采用預(yù)制、現(xiàn)場(chǎng)澆筑或兩種方法并用。在同一工程中經(jīng)常同時(shí)使用先張法和后張法。</p><p>　　在美國(guó)，公路橋一般情況下必須滿足荷載、設(shè)計(jì)和AASHTO規(guī)定的建設(shè)的要求。對(duì)于服務(wù)于

31、其它目的步行街和橋梁的設(shè)計(jì)要求由當(dāng)?shù)氐幕虻胤降拇a建立。ACI代碼的備注也被納入?yún)⒖肌?lt;/p><p>　　伴隨最小交通中斷的大約100英尺的跨徑的橋梁由提供低的初級(jí)預(yù)算，最小量維修和養(yǎng)護(hù)費(fèi)用和快速的簡(jiǎn)易的預(yù)制板組成。這種梁一般是用先張法。預(yù)制板一塊挨一塊的放置并且在相鄰的預(yù)制板間受剪的縫隙填滿不收縮的灰泥之后，經(jīng)常在中間橫膈膜的位置后張拉。對(duì)于公路，用瀝青鋪設(shè)的表面可以直接用在預(yù)制混凝土的上面。在某些情況下，一

32、塊放置在正確位置的現(xiàn)澆板提供復(fù)合作用。</p><p>　　空心板一般用于深度15英尺到21英尺，寬度3英尺或4英尺。對(duì)于一個(gè)標(biāo)準(zhǔn)HS20的公路，空心板適合于大約50 英尺的跨徑。標(biāo)準(zhǔn)渠化區(qū)段在多種寬度，深度從21英尺到35英尺時(shí)是有利的，可用于大約20英尺到60英尺的跨徑。中空的箱形梁和T形梁用于大約100英尺的長(zhǎng)跨徑。</p><p>　　對(duì)于中等跨徑的大約120英尺的公路橋，一般使用

33、AASHTO 標(biāo)準(zhǔn)梁。它們和一種復(fù)合現(xiàn)場(chǎng)預(yù)制行車(chē)道板一起使用。在板被安置之后，這樣的梁經(jīng)常在預(yù)澆梁的先張拉 與合成梁的后張拉后結(jié)合。試圖獲得改進(jìn)經(jīng)濟(jì)，一些國(guó)家已經(jīng)采用更精煉的設(shè)計(jì)，例如華盛頓州標(biāo)準(zhǔn)梁。 </p><p>　　經(jīng)過(guò)特別設(shè)計(jì)預(yù)制建筑梁可以用來(lái)攜帶一個(gè)單軌鐵路系統(tǒng)。完成的沃爾特迪斯尼樂(lè)園單軌鐵路的一系列的特征, 每個(gè)包括六個(gè)單獨(dú)支持的預(yù)拉梁，一起形成連續(xù)結(jié)

34、構(gòu)。典型的跨距是100到110英尺。被使用的337根梁，大約一半有垂直與水平曲率和易變超級(jí)升高的一些結(jié)合。所有的梁是中空的，它的特征是通過(guò)在曲梁中插入泡沫和在直梁制作中移動(dòng)形心軸獲得。</p><p>　　由于運(yùn)輸問(wèn)題和構(gòu)件垂直的大而重的問(wèn)題，預(yù)制梁不能用于跨徑超過(guò)120英尺的橋梁。另一方面，橋梁有一種向大跨徑發(fā)展的明顯趨勢(shì)。對(duì)于提高的都市高速道路來(lái)說(shuō)，大跨徑促進(jìn)通路而且將對(duì)下面的活動(dòng)妨礙減到最少。對(duì)環(huán)境的損害問(wèn)

35、題的關(guān)心，導(dǎo)致連續(xù)高架橋大跨徑的選擇。對(duì)于跨河橋，因?yàn)楹叫虚g隙的需求，中間可能不可以搭設(shè)橋墩。 </p><p>　　在這一個(gè)類(lèi)型的典型建筑中，橋墩（臺(tái)）采用現(xiàn)場(chǎng)預(yù)制, 經(jīng)常使用滑動(dòng)的技術(shù)。一個(gè)箱梁的" 錘頭"澆筑在橋墩的頂端, 并且通過(guò)平衡的懸臂方法控制每個(gè)方向的建筑進(jìn)行。最后,在完成跨中結(jié)合處的澆筑之后, 這種結(jié)構(gòu)對(duì)于完全連續(xù)性的橋梁來(lái)說(shuō)是進(jìn)一步的受拉的 。修剪鑰匙可能被用在片段之間垂直面

36、之上, 而且預(yù)制建筑與環(huán)氧基樹(shù)脂黏在一起。</p><p>　　想象的工程學(xué)藉著許多特別的技術(shù)示范已經(jīng)延長(zhǎng)混凝土建筑的范圍，就橋梁而言，已經(jīng)遠(yuǎn)遠(yuǎn)超過(guò)幾年以前可以想象的到的任何事。在美國(guó)，雙向彎曲的現(xiàn)場(chǎng)澆鑄的部分箱梁已經(jīng)成功地完成 310 英尺 的跨距，跨越了北加州的鰻魚(yú)河。該橋的中間跨度550英尺，側(cè)跨跨度390英尺，初步設(shè)計(jì)已經(jīng)完成。</p><p>　　預(yù)應(yīng)力混凝土橋梁很適合于大跨徑的

37、另一種形式是懸索箱梁。一個(gè)值得注意的例子是阿根廷境內(nèi)的Chaco-Corrientes橋。橋的主跨徑804英尺，由兩個(gè)A型構(gòu)架塔支撐，懸索從塔頂?shù)窖刂装迳煺?。受拉的懸索不僅提供一種垂直反應(yīng)組成支撐底板，而且對(duì)于箱梁產(chǎn)生水平的壓縮，增加構(gòu)件中的張拉力。 </p><p>　　許多年以前德國(guó)工程師 Ulrich Finsterwalder 提出適合于負(fù)擔(dān)荷載和大跨徑的一個(gè)結(jié)構(gòu)類(lèi)型是壓帶式橋。壓帶是橋運(yùn)輸跨越萊茵河的

38、一個(gè)管道和人行道，跨徑446英尺。上部結(jié)構(gòu)的施工順序是（a）垂直的一對(duì)懸索，(b)在每個(gè)懸索的下面，安置預(yù)制板形成一人行道甲板和 一U型 的平臺(tái), 并且 (c)在附近現(xiàn)場(chǎng)澆注混凝土。放置在頂部的管道支撐在扶手的頂部，向一邊傾斜， 大幅地增加結(jié)構(gòu)的主要風(fēng)速。</p><p>　　討論橋梁形式應(yīng)適當(dāng)?shù)目紤]結(jié)構(gòu)的美學(xué)。當(dāng)結(jié)構(gòu)可能根據(jù)最小的費(fèi)用和技術(shù)設(shè)計(jì)的時(shí)候，時(shí)間消逝了。特別是橋梁結(jié)構(gòu)到處可見(jiàn)。生產(chǎn)視覺(jué)上不愉快的結(jié)構(gòu)